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    Three-Dimensional Finite Element Analysis of Underground Caverns

    Source: International Journal of Geomechanics:;2004:;Volume ( 004 ):;issue: 003
    Author:
    K. R. Dhawan
    ,
    D. N. Singh
    ,
    I. D. Gupta
    DOI: 10.1061/(ASCE)1532-3641(2004)4:3(224)
    Publisher: American Society of Civil Engineers
    Abstract: Detailed performance monitoring studies have been carried out for determining the deformations and stress distribution around underground powerhouse caverns in nonhomogeneous rock mass, using three-dimensional finite element method. The behavior of rock mass has been analyzed by elasto-plastic model. The effect of weak zones and creation of multiple caverns in the rock mass has been investigated. The deformations predicted in the surrounding area of the caverns are compared with those obtained by multi-point borehole extensometers (MPBX) measurements. It is observed that the computed deformations compare reasonably well with the MPBX measurements.
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      Three-Dimensional Finite Element Analysis of Underground Caverns

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    contributor authorK. R. Dhawan
    contributor authorD. N. Singh
    contributor authorI. D. Gupta
    date accessioned2017-05-08T21:31:48Z
    date available2017-05-08T21:31:48Z
    date copyrightSeptember 2004
    date issued2004
    identifier other%28asce%291532-3641%282004%294%3A3%28224%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54979
    description abstractDetailed performance monitoring studies have been carried out for determining the deformations and stress distribution around underground powerhouse caverns in nonhomogeneous rock mass, using three-dimensional finite element method. The behavior of rock mass has been analyzed by elasto-plastic model. The effect of weak zones and creation of multiple caverns in the rock mass has been investigated. The deformations predicted in the surrounding area of the caverns are compared with those obtained by multi-point borehole extensometers (MPBX) measurements. It is observed that the computed deformations compare reasonably well with the MPBX measurements.
    publisherAmerican Society of Civil Engineers
    titleThree-Dimensional Finite Element Analysis of Underground Caverns
    typeJournal Paper
    journal volume4
    journal issue3
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)1532-3641(2004)4:3(224)
    treeInternational Journal of Geomechanics:;2004:;Volume ( 004 ):;issue: 003
    contenttypeFulltext
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